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<br />~l~~lE[-~iNJlED ~NClOlSURES: SCR~EN I VINVl WALLS AND SOlLlD COlVER <br /> <br />~)" ^_ LX;rf~USION PER TABLE <br />(SITTION 5 PAGC 8~~9) <br /> <br />,--" <br /> <br />ANCHOf~ 1" x ~" xO.044" PLATE <br />10 CONCRL !F'WlfH 1/4" x 2 1/2" <br />CONCRUE ANCHORS WITHIN 6" OF <br />[ACH SIDE OF EACH POST @ 24" <br />ClC MAX OR THROUGH ANGLE @ <br />24" o.c MAX <br /> <br /> <br />l>. <br /> <br />3 #10 x 1" SMS IN TO SCREW SLOTS <br />1" x,J' EXTRUSION <br />/ .1 1/8" MIN. IN CONCRETE <br /> <br />", fi <br /> <br />VAPOR BARRIER <br /> <br />MIN. .3 1/2" SLAB 2500 PSI CONC. <br />6x6-lOxlO W. W.M. OR FIBER MESH <br /> <br />'l <br /> <br /> <br /> <br />POST TO BEAM DETAIL <br /> <br />. 5MB POST <br /> <br />---./ <br /> <br />ANCHOR 1" x ~' xO.044" PLATE <br />TO CONCRETE"'WITH 1/4" x 2 1/2" <br />CONCRETE ANCHORS WITHIN 6" OF <br />[ACH SIDE OF EACH POST @ 24" <br />o.c. MAX. OR THROUGH ANGLE @ <br />24" oc. MAX. <br /> <br />/ <br />/ <br /> <br />2" x 2" x 1/8" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />A T LOAD BEARING WALL WI TH <br />2 #'0 x , /2" SMS EACH SIDE <br /> <br />MIN. .3 1/2" SLAB 2500 PSI CONC. <br />ESx6-10xl0 W.W.M. OR FIBER MESH <br /> <br />, "x';' EXTRUSION <br />, 1 /8" MIN. IN CONCRETE <br /> <br /> <br />l>. <br /> <br />r:. <br /> <br />r:. <br /> <br />VAPOR BARRIER <br /> <br />AL TERNA TE POST TO BEAM AND PLA TE TO CONCRETE DETAIL <br /> <br />l1@w[J'@!KJ@@ @:o [;l@!KJ!KJ@ttttf) (;J(~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />PO. BOX 4369 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT. 1995 NOT TO BE REPRO;:JUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: :2 <br />PAGE: 2~112 <br /> <br />,,--/ <br /> <br />.. <br /> <br />-24- <br />